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City of Carmel Technical Advisory Committee
Application for T AC Review - Instruction Sheet
1. Allow plenty of time for the Department of Community Services (DOCS) staff review and the
Technical Advisory Committee (TAC) review process (approximately 30-45 days).
2. INFORMATION NEEDED for formal DOCS staff and TAC review:
a.1 One original and one copy of the completed T AC review application with Legal
I Description attached.
b.1 Two copies of location map showing location of site in question, zoning and existing
I land use of all adjacent properties.
c. i Two copies of all plans drawn to scale with all dimensions and depicting all existing and
I proposed structures, elevations, landscaping, drainage, lighting, signage and any other
I supporting documentation to fully understand the proposal.
3. After boes staff review the petitioner will be notified of the Docket Number, Meeting Date,
Fees ~nd any outstanding information needed to process the application.
4. Filind Deadline: A complete application package of the above-referenced information must
be submitted to DOCS and to the T AC Members (list attached) at least 15 days prior to the
meeting date. The determination of a complete application submittal is at Staff discretion.
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5. Filin~ Fee: The filing fee, as determined by staff, must be paid at least 12 days prior to the
meeting date. Failure to pay the filing fee by this time will result in the item being held off the
T AC ~genda.
6. The Jroperty owner, property owner's attorney, or someone with the property owner's Power of
Attorney must be present at the Carmel Technical Advisory Committee meeting.
7. Generally, applications are acted upon by the Committee in one meeting. However, TAC, at
its discretion may table an item at any time.
8. The Technical Advisory Committee generally meets the Third Wednesday of each month at
9:00 am in the DOCS Conference Room, City Hall- Third Floor, One Civic Square, Carmel, IN
46032. Agendas are sent to petitioners in advance of the meeting.
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S:\FORMS\PC Applications - current\TAC only.doc
1/04/05
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VILLAGE OF WEST CLAY -KHARA SPA
Report on Water Distribution, Sanitary Sewer and Storm Sewer System
1. Water Distribution
The potable water to the site will be provided by the Indianapolis W ater.Connection onto the existing main will be
made at the following location:
. A 1 1/2" water service lateral will be extended from an existing 12" watermanin Meeting House Road.
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Approval for the extension of water mains will be required from the Indiana Department of Environmental
Management, and all mains will be designed and installed in accordance with the Indianapolis Water rules and
regulations.
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2. Sanitary Sewer
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Sanitary sbwer effluent for the site will be accepted by the Clay Township Regional Waste District (CTRWD). A lift
station is proposed along the Eastern boundary of the site which will pump effluent via a force main into the existing
18" interceptor located in Springmill Road.
Two additional lift stations are proposed within the Village of West Clay to serve areas which cannot be served by
gravity sewers. One will be placed within the common area located along Hoover Road, South of the Claridge Farm
entrance. [t will serve the Southern third of the project, and will pump North into the gravity system described
above. The station is temporary in nature, and will be taken off line upon extension of the interceptor proposed to
the South and East shown in the CTRWD's master plan.
The second station is also temporary, and is located along the project's Westernmost boundary near 126th Street.
The station will also pump to the gravity sewers to the East, and it serves the portion of the project located West of
Towne Road.
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Proposed khara Spa will be serviced by a proposed 6" sanitary lateral connecting to sanitary manhole in the rear
parking lot, in addition a run of sanitary main will be extended in the future area of Block "F".
APprovalJ for the design and construction of the sanitary sewers must also be obtained, from CTRWD, it's
consultanti and from the Indiana Department of Environmental Management.
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3. Sltorm Sewer
The surfacle runoffon the site will be conveyed by a system of swales and pipes to a network of retention lakes
within the Village of West Clay. In accordance with the requirements of the Hamilton County Surveyor's
requirements, the retention lakes will provide storm water management control in order to restrict the discharge rates
onto the site's various outfall points. The discharge points for the site are as follows:
. Elliot Creek; which traverses the site along the Northern third, then crosses 131 st Street and leaves the site
just East of the existing 8.5 acre lake on the Perez parcel.
. Claridge Farms Legal Drain; which was sized per the County Surveyor's calculations, to accept a 146 acre
drainage area that lies within the boundary of the Village of West Clay. Connection onto the Claridge Farm
drain will be made at an existing 36" concrete pipe just South of the existing mound bordering the Perez
property, and will address drainage problems evident at that location.
. Clay Creek; Which traverses the site along the Southern third, then crosses Hoover Road near the proposed
common area South of Claridge Farm entrance..
. Brendle Legal Drain; which flows along the site's Western boundary, then crossed 126th Street
Towne Road.
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